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US20080010913A1 - Construction element for heat insulation - Google Patents

Construction element for heat insulation Download PDF

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Publication number
US20080010913A1
US20080010913A1 US11/684,106 US68410607A US2008010913A1 US 20080010913 A1 US20080010913 A1 US 20080010913A1 US 68410607 A US68410607 A US 68410607A US 2008010913 A1 US2008010913 A1 US 2008010913A1
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US
United States
Prior art keywords
insulating body
elements
reinforcement elements
arrangement according
construction arrangement
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Abandoned
Application number
US11/684,106
Inventor
Hubert Fritschi
Yasufumi Tobishima
Noboru Ishii
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Schoeck Bauteile GmbH
Original Assignee
Schoeck Bauteile GmbH
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Schoeck Bauteile GmbH filed Critical Schoeck Bauteile GmbH
Assigned to SCHOCK BAUTEILE GMBH reassignment SCHOCK BAUTEILE GMBH ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: FRITSCHI, HUBERT, ISHII, NOBORU, TOBISHIMA, YASUFUMI
Publication of US20080010913A1 publication Critical patent/US20080010913A1/en
Abandoned legal-status Critical Current

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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/003—Balconies; Decks
    • E04B1/0038—Anchoring devices specially adapted therefor with means for preventing cold bridging

Definitions

  • the present invention relates to a construction element for heat insulation between two building parts, in particular between a ceiling or wall and a construction part protruding from said building, such as a balcony, at least comprising an insulating body and reinforcement elements crossing said insulating body and connected to each of the two construction parts, with tensile reinforcement elements being provided as reinforcement elements, at least arranged in an upper area and protruding particularly horizontally in reference to the insulating body and compression elements being provided arranged in the lower area of this insulating body.
  • construction elements for heat insulation are subject to strict regulations with regard to earthquake safety; here, the sufficiently known construction elements for heat insulation must be able to absorb additional dynamic stress, which requirement previously has been largely neglected and/or was not focused on.
  • the construction element for heat insulation serves to support protruding balcony plates and is designed such that it can support its own weight and can absorb forces and momentums affecting the balcony plate from the outside, now forces and momentums acting in the opposite direction are added, for example such that the construction parts adjacent to the construction element are accelerated to a different degree by the vibrations of an earthquake and can be pulled apart, for example; or the protruding construction part is subjected to a force or momentum component acting vertically upward against the effective direction of the weight as a result of a tipping motion, which conventionally used compression rods in the lower insulating area and tensile rods in the upper insulating area cannot withstand alone.
  • the present invention is based on the object of providing a construction element for heat insulation of the type mentioned at the outset, which allows a targeted and only partially implemented increase of the number of reinforcement elements using conventional parts, and thus to avoid, on the one hand, a static and dynamic oversizing of the reinforcement elements and, on the other hand, an enlargement of the cross-sectional area of the reinforcement elements extending between the two adjacent construction parts compromising the heat insulation features.
  • the objective is attained according to the invention in that horizontally adjacent to the insulating body at least one additional insulating body is arranged, aligned therewith, that the additional insulating body in the area of its lower half is provided with additional tensile reinforcement elements for earthquake stress, which protrude in the horizontal direction in reference to the insulating body.
  • the conventional construction elements for heat insulation are used, as in the past, to compensate for the normal static and dynamic stress; therefore, the additional insulating bodies, aligned adjacent therewith, have no influence on the size and composition of conventional construction elements for heat insulation, which facilitates the planning, sizing, and implementation of the combined construction element for heat insulation.
  • the aligned adjacent additional insulating body only needs the additional tensile reinforcement elements mentioned in order to allow the compensation of tensile forces developing during earthquakes in the lower area of the insulating body, which can not be compensated and/or transferred by the compression elements and lateral reinforcement rods conventionally present in this plane.
  • the tensile reinforcement elements arranged in the conventional insulating body also act in case of an earthquake for transferring forces into the area of the upper half of the insulating body and/or for transferring lateral forces.
  • the additional insulating body needs no additional other reinforcement elements.
  • the additional tensile reinforcement element it is usefully embodied in a rod-shaped manner known per se and protrudes beyond the additional insulating body in order to extend far into the adjacent construction parts and be appropriately well anchored in them.
  • the additional tensile elements may furthermore be provided, at least at the face end, with a plate-shaped force transfer profile, which extends particularly in a generally vertical plane parallel to the plane of the insulating body.
  • a plate-shaped force transfer profile which extends particularly in a generally vertical plane parallel to the plane of the insulating body.
  • the additional insulating body is provided with two additional tensile reinforcement elements arranged at a horizontal distance apart from each other.
  • the additional insulating body is only provided with two additional tensile reinforcement elements, however, it is sufficiently sized to fulfill its intended tasks.
  • a second insulating body aligned thereto with integrated tensile and pressure reinforcement elements is arranged so that a constant row of conventional construction elements for heat insulation is only interrupted by a short section of an additional insulating body with only two additional tensile reinforcement elements, in particular.
  • FIG. 1 is a perspective side view of a construction element according to the invention for heat insulation.
  • FIG. 2 is a schematic front view of the construction element according to the invention for heat insulation.
  • FIG. 3 is a schematic front view of a construction element similar to FIG. 2 in which the additional tensile reinforcement elements are each provided with a plate-shaped force introduction profile.
  • FIG. 4 is a cross sectional view of the tensile reinforcement element of FIG. 3 taken along line 4 - 4 in FIG. 3 .
  • FIG. 1 A construction element for heat insulation 1 according to the invention is shown in FIG. 1 , which comprises a combination of two conventional construction elements for heat insulation 2 with a construction element for heat insulation 3 designed for earthquake stress.
  • the conventional construction elements 2 are provided with an insulating body 12 as well as reinforcement elements allocated to the insulating body 12 , and which extend through it in a plane essentially perpendicular to its longitudinal extension, and only partially protruding in reference to the insulating body 12 .
  • reinforcement elements allocated to the insulating body 12
  • upper reinforcement tensile rods 4 extending in the horizontal direction are provided as reinforcement elements, as are lower compression supports 5 , ending approximately flush with the insulating body, as well as lateral reinforcement rods 6 extending diagonally from the top downwards through the insulating body and being bent outside said insulating body in a horizontal direction.
  • These conventional reinforcement elements are arranged according to a grid, predetermined and adjusted and/or adjustable to the respective stress.
  • the insulating body of such a construction element for heat insulation 2 is generally divided in the horizontal direction in the area of the reinforcement elements in order to facilitate the assembly and/or positioning of the reinforcement elements.
  • Another insulating body 14 is arranged between the two conventional construction elements for heat insulation 2 , extending in the vertical plane of the adjacent insulating body 12 flush thereto and being provided with tensile reinforcement elements 15 extending only in the lower area of the insulating body for compensating for earthquake stress, which extend parallel to the tensile reinforcement rods 4 of the conventional construction elements 2 but at a lower height plane.
  • FIG. 2 shows in a schematic front views parts of the conventional construction elements for heat insulation 2 as well as the additional insulating bodies 14 inserted therebetween having the additional tensile reinforcement elements 15 , with the additional insulating body and the additional insulating elements forming the construction element for heat insulation particularly embodied for earthquake stress.
  • the reinforcement elements are provided in form of tensile reinforcement rods 4 , lateral reinforcement rods 5 , and compression elements 5 . While the compression elements 5 accept no or almost no other functions for the particular additional earthquake stress, in particular the tensile reinforcement elements 4 serve to compensate the compression and lateral force components developing during earthquakes. This is limited, at least according to calculations, to the tensile reinforcement rods arranged adjacent to this construction element for earthquake stress 3 .
  • a plate-shaped force introduction profile 16 can be connected to or provided on the ends of the tensile reinforcement elements 15 of the construction elements for heat insulation 2 .
  • the plate-shaped force introduction profile 16 extends in a generally vertical plane, parallel to the additional insulating body 14 .
  • the plate-shaped force transfer profile 16 considerably shortens the necessary force introduction area. This is particularly advantageous when additional constructive parts, such as supports etc. are provided in the mounting area of the additional tensile reinforcement elements 15 , into which the additional tensile reinforcement elements 15 may not extend.
  • both the calculation and sizing is very easy when the construction elements for earthquake stress are not changed in their design in reference to conventional construction elements for heat insulation and that the assembly and/or implementation of these construction elements for earthquake stress can occur very easily such that after the assembly and/or implementation of the conventional construction elements for heat insulation a construction element for earthquake stress is added.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
  • Filling Or Discharging Of Gas Storage Vessels (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Insulated Conductors (AREA)
  • Macromolecular Compounds Obtained By Forming Nitrogen-Containing Linkages In General (AREA)

Abstract

A construction element for heat insulation between a ceiling and a balcony is provided, which includes an insulating body and reinforcement elements crossing the insulating body that are connected to both construction parts. Here, horizontally adjacent to the insulating body, at least one additional insulating body is arranged, with an additional tensile reinforcement element being provided in a lower half thereof for earthquake stress, protruding in the horizontal direction in reference to the insulating body.

Description

    CROSS-REFERENCE TO RELATED APPLICATIONS
  • This application claims priority from DE 10 2006 011 336.5-25, filed Mar. 9, 2006, which is incorporated by reference herein as if fully set forth.
    • BACKGROUND
  • The present invention relates to a construction element for heat insulation between two building parts, in particular between a ceiling or wall and a construction part protruding from said building, such as a balcony, at least comprising an insulating body and reinforcement elements crossing said insulating body and connected to each of the two construction parts, with tensile reinforcement elements being provided as reinforcement elements, at least arranged in an upper area and protruding particularly horizontally in reference to the insulating body and compression elements being provided arranged in the lower area of this insulating body.
  • In certain regions, construction elements for heat insulation are subject to strict regulations with regard to earthquake safety; here, the sufficiently known construction elements for heat insulation must be able to absorb additional dynamic stress, which requirement previously has been largely neglected and/or was not focused on. For example, if the construction element for heat insulation serves to support protruding balcony plates and is designed such that it can support its own weight and can absorb forces and momentums affecting the balcony plate from the outside, now forces and momentums acting in the opposite direction are added, for example such that the construction parts adjacent to the construction element are accelerated to a different degree by the vibrations of an earthquake and can be pulled apart, for example; or the protruding construction part is subjected to a force or momentum component acting vertically upward against the effective direction of the weight as a result of a tipping motion, which conventionally used compression rods in the lower insulating area and tensile rods in the upper insulating area cannot withstand alone.
  • Although it would be possible in an easy manner to drastically increase the number of reinforcement elements in the construction element for heat insulation and to arrange them at different positions so that each position affected by a force or momentum is provided with an appropriate reinforcement element; however, this would not only drastically increase the material expenses of such a construction element but also the heat insulation features would considerably worsen by the respectively enlarged cross-sectional area of the reinforcement elements extending between the two adjacent construction parts.
    • SUMMARY
  • Therefore, the present invention is based on the object of providing a construction element for heat insulation of the type mentioned at the outset, which allows a targeted and only partially implemented increase of the number of reinforcement elements using conventional parts, and thus to avoid, on the one hand, a static and dynamic oversizing of the reinforcement elements and, on the other hand, an enlargement of the cross-sectional area of the reinforcement elements extending between the two adjacent construction parts compromising the heat insulation features.
  • The objective is attained according to the invention in that horizontally adjacent to the insulating body at least one additional insulating body is arranged, aligned therewith, that the additional insulating body in the area of its lower half is provided with additional tensile reinforcement elements for earthquake stress, which protrude in the horizontal direction in reference to the insulating body. By combining a conventional construction element for heat insulation with another insulating body equipped for earthquake stress, which is merely provided with additional tensile reinforcement elements in the lower part of the insulating body, the following advantages develop, in particular: the conventional construction elements for heat insulation are used, as in the past, to compensate for the normal static and dynamic stress; therefore, the additional insulating bodies, aligned adjacent therewith, have no influence on the size and composition of conventional construction elements for heat insulation, which facilitates the planning, sizing, and implementation of the combined construction element for heat insulation.
  • The aligned adjacent additional insulating body only needs the additional tensile reinforcement elements mentioned in order to allow the compensation of tensile forces developing during earthquakes in the lower area of the insulating body, which can not be compensated and/or transferred by the compression elements and lateral reinforcement rods conventionally present in this plane. Advantageously, the tensile reinforcement elements arranged in the conventional insulating body also act in case of an earthquake for transferring forces into the area of the upper half of the insulating body and/or for transferring lateral forces. Thus, except for the additional tensile force elements the additional insulating body needs no additional other reinforcement elements. Thus, it is apparent that the attached additional insulating body with the additional tensile reinforcement elements alone cannot provide and/or ensure sufficient function, neither for earthquake stress nor for normal stress, and that only together with the adjacent conventional construction elements for heat insulation can it fulfill its assigned tasks.
  • With regard to the additional tensile reinforcement element, it is usefully embodied in a rod-shaped manner known per se and protrudes beyond the additional insulating body in order to extend far into the adjacent construction parts and be appropriately well anchored in them.
  • The additional tensile elements may furthermore be provided, at least at the face end, with a plate-shaped force transfer profile, which extends particularly in a generally vertical plane parallel to the plane of the insulating body. This way, the necessary force introduction area is considerably shortened, which for example is advantageous when additional constructive parts, such as supports etc. are provided in the mounting area of the additional tensile reinforcement elements, into which the additional tensile reinforcement elements may not extend.
  • Therefore, the additional insulating body is provided with two additional tensile reinforcement elements arranged at a horizontal distance apart from each other. Thus, the additional insulating body is only provided with two additional tensile reinforcement elements, however, it is sufficiently sized to fulfill its intended tasks.
  • Horizontally adjacent to the additional insulating body, a second insulating body aligned thereto with integrated tensile and pressure reinforcement elements is arranged so that a constant row of conventional construction elements for heat insulation is only interrupted by a short section of an additional insulating body with only two additional tensile reinforcement elements, in particular.
    • BRIEF DESCRIPTION OF THE DRAWINGS
  • Additional features and advantages of the present invention are discernible from the following description of an exemplary embodiment using the drawing. Shown are:
  • FIG. 1 is a perspective side view of a construction element according to the invention for heat insulation.
  • FIG. 2 is a schematic front view of the construction element according to the invention for heat insulation.
  • FIG. 3 is a schematic front view of a construction element similar to FIG. 2 in which the additional tensile reinforcement elements are each provided with a plate-shaped force introduction profile.
  • FIG. 4 is a cross sectional view of the tensile reinforcement element of FIG. 3 taken along line 4-4 in FIG. 3.
    • DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS
  • A construction element for heat insulation 1 according to the invention is shown in FIG. 1, which comprises a combination of two conventional construction elements for heat insulation 2 with a construction element for heat insulation 3 designed for earthquake stress. The conventional construction elements 2 are provided with an insulating body 12 as well as reinforcement elements allocated to the insulating body 12, and which extend through it in a plane essentially perpendicular to its longitudinal extension, and only partially protruding in reference to the insulating body 12. In the exemplary embodiment of FIG. 1, in the conventional construction elements 2, upper reinforcement tensile rods 4 extending in the horizontal direction are provided as reinforcement elements, as are lower compression supports 5, ending approximately flush with the insulating body, as well as lateral reinforcement rods 6 extending diagonally from the top downwards through the insulating body and being bent outside said insulating body in a horizontal direction. These conventional reinforcement elements, as discernible in FIG. 1, are arranged according to a grid, predetermined and adjusted and/or adjustable to the respective stress. The insulating body of such a construction element for heat insulation 2 is generally divided in the horizontal direction in the area of the reinforcement elements in order to facilitate the assembly and/or positioning of the reinforcement elements.
  • Another insulating body 14 is arranged between the two conventional construction elements for heat insulation 2, extending in the vertical plane of the adjacent insulating body 12 flush thereto and being provided with tensile reinforcement elements 15 extending only in the lower area of the insulating body for compensating for earthquake stress, which extend parallel to the tensile reinforcement rods 4 of the conventional construction elements 2 but at a lower height plane.
  • FIG. 2 shows in a schematic front views parts of the conventional construction elements for heat insulation 2 as well as the additional insulating bodies 14 inserted therebetween having the additional tensile reinforcement elements 15, with the additional insulating body and the additional insulating elements forming the construction element for heat insulation particularly embodied for earthquake stress.
  • From FIG. 2 it is discernible how, adjacent to this construction element for earthquake stress, the reinforcement elements are provided in form of tensile reinforcement rods 4, lateral reinforcement rods 5, and compression elements 5. While the compression elements 5 accept no or almost no other functions for the particular additional earthquake stress, in particular the tensile reinforcement elements 4 serve to compensate the compression and lateral force components developing during earthquakes. This is limited, at least according to calculations, to the tensile reinforcement rods arranged adjacent to this construction element for earthquake stress 3.
  • As shown in FIGS. 3 and 4, a plate-shaped force introduction profile 16 can be connected to or provided on the ends of the tensile reinforcement elements 15 of the construction elements for heat insulation 2. The plate-shaped force introduction profile 16 extends in a generally vertical plane, parallel to the additional insulating body 14. The plate-shaped force transfer profile 16 considerably shortens the necessary force introduction area. This is particularly advantageous when additional constructive parts, such as supports etc. are provided in the mounting area of the additional tensile reinforcement elements 15, into which the additional tensile reinforcement elements 15 may not extend.
  • It is easily discernible that both the calculation and sizing is very easy when the construction elements for earthquake stress are not changed in their design in reference to conventional construction elements for heat insulation and that the assembly and/or implementation of these construction elements for earthquake stress can occur very easily such that after the assembly and/or implementation of the conventional construction elements for heat insulation a construction element for earthquake stress is added.
  • In summary, this results in the advantage that by simple means and a minimum of material, conventional construction elements for heat insulation can be retrofitted and/or complemented such that they are designed for earthquake stress, with the reinforcement elements according to the invention for conventional construction elements accept functions for earthquake stress which per se were to be accepted by the construction element, but which can, at least according to calculations, easily be distributed to the adjacent reinforcement elements of the conventional construction elements.

Claims (10)

1. A construction arrangement for heat insulation between two building parts, comprising a first insulating body (12) and reinforcement elements (4, 5, 6) crossing the first insulating body and connected to each of the two building parts, with the reinforcement elements including tensile reinforcement elements (4) that are provided for reinforcement at least in an upper area of the first insulating body (12) and protrude horizontally in reference to the first insulating body and compression elements (5) arranged in a lower area of the first insulating body, and horizontally adjacent to the first insulating body (12), at least a second insulating body (14) is arranged aligned therewith, and in an area of a lower half of the second insulating body, additional tensile reinforcement elements (15) for earthquake stress are provided, which protrude in a horizontal direction in reference to the second insulating body.
2. A construction arrangement according to at least claim 1, wherein the tensile reinforcement elements (4) arranged in the first insulating body (12) act to transfer compression loads in case of an earthquake.
3. A construction arrangement according to claim 1, wherein the tensile reinforcement elements arranged in the first insulating body (12) act to transfer lateral forces in case of an earthquake.
4. A construction arrangement according to claim 1, wherein the first insulating body (12) is additionally provided with lateral reinforcement rods (6) as reinforcement elements.
5. A construction arrangement according to claim 1, wherein the additional tensile reinforcement elements (15) are rod-shaped.
6. A construction arrangement according to claim 1, wherein the additional tensile reinforcement elements, at least at a face end, are provided with a plate-shaped force introduction profile, which extends in a generally vertical plane parallel to the insulating body.
7. A construction arrangement according to claim 1, wherein the compression elements (5) arranged in the insulating body (12) extend generally flush with exterior sides of the first insulating body (12).
8. A construction arrangement according to claim 1, wherein the additional insulating body (14) is provided with the additional tensile reinforcement elements (15) arranged side-to-side from one another and spaced apart by a horizontal distance.
9. A construction arrangement according to claim 1, wherein another one of the first insulating bodies (2) is arranged horizontally adjacent to the second insulating body (14), aligned thereto and has integrated tensile reinforcement and compression elements (4, 5).
10. A construction arrangement according to claim 1, wherein the building parts comprise a ceiling and a building part protruding from a building.
US11/684,106 2006-03-09 2007-03-09 Construction element for heat insulation Abandoned US20080010913A1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102006011336.5-25 2006-03-09
DE102006011336A DE102006011336A1 (en) 2006-03-09 2006-03-09 Thermal insulation unit for e.g. balcony, has traction force units arranged in upper region of insulating body, and compressive force units arranged in lower region of insulating body

Publications (1)

Publication Number Publication Date
US20080010913A1 true US20080010913A1 (en) 2008-01-17

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US11/684,106 Abandoned US20080010913A1 (en) 2006-03-09 2007-03-09 Construction element for heat insulation

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US (1) US20080010913A1 (en)
EP (1) EP1832690B1 (en)
JP (1) JP4621224B2 (en)
AT (1) ATE414201T1 (en)
CA (1) CA2578271C (en)
DE (2) DE102006011336A1 (en)
RU (1) RU2402659C2 (en)
SI (1) SI1832690T1 (en)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8733052B2 (en) 2012-04-20 2014-05-27 Halfen Gmbh Thermally insulating construction component
US20160369495A1 (en) * 2015-06-19 2016-12-22 Schock Bauteile Gmbh Heat-insulating system for the vertical, load-dissipating connection of building parts to be produced from concrete
US20180291620A1 (en) * 2017-04-05 2018-10-11 Halfen Gmbh Thermally insulating construction element
US20190093351A1 (en) * 2016-03-17 2019-03-28 Plakabeton Nv Fire-resistant construction element for connecting thermally insulated parts of a building
US20190234067A1 (en) * 2015-03-23 2019-08-01 Jk Worldwide Enterprises Inc. Thermal Break For Use In Construction
US10640967B2 (en) * 2016-12-19 2020-05-05 Schöck Bauteile GmbH Structural element for thermal insulation
US20220243451A1 (en) * 2021-02-01 2022-08-04 Halfen Gmbh Device for Thermally Insulating, Force-Transmitting Retrofitting of a Second Load-Bearing Construction Element to a First Load-Bearing Construction Element and Structure with Such a Device
US20220316201A1 (en) * 2021-04-01 2022-10-06 Leviat GmbH Device for Thermally Insulating, Force-Transmitting Retrofitting of a Second Load-Bearing Construction Element to a First Load-Bearing Construction Element and Structure with Such a Device
US20230160207A1 (en) * 2021-11-19 2023-05-25 Stella Nuva Corporation Thermal break product and solution

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CH701351A1 (en) * 2009-06-24 2010-12-31 Stefan Schweizer Cantilever panel.
FR3057586B1 (en) 2016-10-14 2022-07-08 Lesage Dev METHOD FOR MANUFACTURING A BALCONY AND BALCONY OBTAINED
GB201819196D0 (en) 2018-11-26 2019-01-09 Ancon Ltd Building element, system and method
EP3816840A1 (en) * 2019-10-31 2021-05-05 Schöck Bauteile GmbH Method and device for the computer-aided selection and positioning of concrete part connection elements
FR3158753A1 (en) 2024-01-30 2025-08-01 Leviat Ag Construction work and thermally insulating construction element

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Publication number Priority date Publication date Assignee Title
US8733052B2 (en) 2012-04-20 2014-05-27 Halfen Gmbh Thermally insulating construction component
US10787809B2 (en) * 2015-03-23 2020-09-29 Jk Worldwide Enterprises Inc. Thermal break for use in construction
US20190234067A1 (en) * 2015-03-23 2019-08-01 Jk Worldwide Enterprises Inc. Thermal Break For Use In Construction
US20160369495A1 (en) * 2015-06-19 2016-12-22 Schock Bauteile Gmbh Heat-insulating system for the vertical, load-dissipating connection of building parts to be produced from concrete
US9752317B2 (en) * 2015-06-19 2017-09-05 Schöck Bauteile GmbH Heat-insulating system for the vertical, load-dissipating connection of building parts to be produced from concrete
US20190093351A1 (en) * 2016-03-17 2019-03-28 Plakabeton Nv Fire-resistant construction element for connecting thermally insulated parts of a building
US10640967B2 (en) * 2016-12-19 2020-05-05 Schöck Bauteile GmbH Structural element for thermal insulation
US20180291620A1 (en) * 2017-04-05 2018-10-11 Halfen Gmbh Thermally insulating construction element
CN108691366A (en) * 2017-04-05 2018-10-23 哈尔芬有限公司 Act the structural detail being thermally isolated
US20220243451A1 (en) * 2021-02-01 2022-08-04 Halfen Gmbh Device for Thermally Insulating, Force-Transmitting Retrofitting of a Second Load-Bearing Construction Element to a First Load-Bearing Construction Element and Structure with Such a Device
US12012743B2 (en) * 2021-02-01 2024-06-18 Leviat GmbH Device for thermally insulating, force-transmitting retrofitting of a second load-bearing construction element to a first load-bearing construction element and structure with such a device
US20220316201A1 (en) * 2021-04-01 2022-10-06 Leviat GmbH Device for Thermally Insulating, Force-Transmitting Retrofitting of a Second Load-Bearing Construction Element to a First Load-Bearing Construction Element and Structure with Such a Device
US20230160207A1 (en) * 2021-11-19 2023-05-25 Stella Nuva Corporation Thermal break product and solution

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Publication number Publication date
RU2402659C2 (en) 2010-10-27
CA2578271A1 (en) 2007-09-09
DE102006011336A1 (en) 2007-09-13
SI1832690T1 (en) 2009-02-28
ATE414201T1 (en) 2008-11-15
EP1832690B1 (en) 2008-11-12
RU2007105819A (en) 2008-08-27
JP4621224B2 (en) 2011-01-26
CA2578271C (en) 2013-09-10
EP1832690A2 (en) 2007-09-12
EP1832690A3 (en) 2007-11-21
DE502007000227D1 (en) 2008-12-24
JP2007239450A (en) 2007-09-20

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